基于激光三维探测的空区稳定性分析及安全预警的研究
|
摘要
我国金属矿山安全事故频发,由于地压导致的空区特大事故严重危害矿山生产。尤其是一些露天开采矿山,由于历史原因,在矿山现有露天开采境界内,存在大量以往常规开采留下的空区和无规则的民采空区,严重威胁着露天开采作业人员和设备的安全。此外,一些地面建筑物如高速公路下覆空区也是这些地面建筑极大的隐患。因此,准确探测空区三维形状以直观指导空区评判和处理意义重大;如何根据探测所得模型准确的了解这些下覆空区的应力分布状况及稳定性,是保证矿山安全生产和地面人员设备安全的必要手段;同时,在此基础上如何实时、准确的监控空区以预防事故发生也是矿山安全生产所必需的。鉴于此,本文主要研究内容如下:
运用先进的激光探测系统,对露天开采境界内下覆不明空区进行激光三维探测,给出空区三维模型和详细的信息,为矿山安全开采提供可靠的信息。
基于所测三维数据对露天开采境界下覆空区的稳定性进行分析。把激光探测所得空区的三维模型导入SURPAC建立空区块体模型,研究SURPAC和数值模拟软件FLAC~(3D)的数据转换方法,编制相应的程序将SURPAC中空区三维块体模型嵌入FLAC~(3D),以取代以往数值模拟建模所用的虚拟模型进行数值计算,以此来了解露天开采境界下覆空区更真实的地压分布和稳定性状况。
通过对岩石在动载下的声发射特性进行实验研究,得到岩石在动载下的声发射规律;与静载下岩石声发射特性进行比较分析,总结动载下岩石的声发射特性,为合理解释爆破、冲击等动载作用下声发射监测数据提供理论支持,由此为频繁爆破和大型机械作业的露天开采境界下覆空区稳定性声发射监控提出指导性的意见。
以空区三维精确探测、稳定性分析、岩石动载下声发射实验为基础,研究以声发射监测为主,其他监测手段为辅的监测系统在开采境界下有空区的露天矿山安全预警中的实施方案,并对现场监测数据进行科学、合理的分析,保障矿山安全生产。
Safety accidents occurred constantly in China metal mines, and the mine production is severely endangered by cavity heavy accidents caused by underground pressure. Especially in some open-pit, large amount of cavities left by conventional underground mining or various unconventional exploitation exit under open-pit limit due to historical reasons, severely threatened the safety of personnel and equipment above. Furthermore, cavities under ground building such as highway are also the great hidden trouble. Thereby, accurate 3D detection is vital for cavity evaluation and disposal; the way to investigate the stress distribution and stability status of those underground cavities based on detected result is the necessary means to guarantee ground personnel and equipment safety; at the same time, real-time and accurate cavity monitoring on the basis of detection and stability analysis for accident prevention is also essential for mine safe production. In the view of this, the main researches in this paper are as follows:
a) Laser 3D detection was carried out for the cavities under open-pit limit by using advanced laser detection system which can present cavity 3D model and detailed information.
b) The stability of cavity under open-pit limit was analyzed based on the laser detected data. 3D model detected by laser system was imported into SURPAC to construct cavity block model, the transformation mode between SURPAC and FLAC~(3D) was studied, and the cavity 3D block model was imported into FLAC~(3D) through composed corresponding program. By this way, the assumed model used by prevenient numerical analysis can be substituted by detected true 3D model to investigate more accurate ground stress distribution and stability status of cavity under open-pit limit.
c) The law of rock acoustic emission under dynamic loading was obtained based on experimental study of rock acoustic emission under dynamic loading; the characteristics of rock acoustic emission under dynamic loading were summarized comparing with the ones under static loading. These may provide theoretical support to reasonably interpret rock acoustic emission data inspected under dynamic loading such as blasting and impact etc., and also may propose instructive suggestions for acoustic emission monitoring of cavity under open-pit limit where frequent blasting and large working machines exist.
d) The implement scheme of monitoring system which taking acoustic emission monitoring as the primary means assisting by other monitoring methods in the open-pit with cavities under open-pit limit was studied on the basis of cavity 3D accurate detection, stability analysis and acoustic emission experiments of rock under dynamic loading. Scientific and reasonable analysis was carried out for on-site monitoring data to ensure mine safe production.
运用先进的激光探测系统,对露天开采境界内下覆不明空区进行激光三维探测,给出空区三维模型和详细的信息,为矿山安全开采提供可靠的信息。
基于所测三维数据对露天开采境界下覆空区的稳定性进行分析。把激光探测所得空区的三维模型导入SURPAC建立空区块体模型,研究SURPAC和数值模拟软件FLAC~(3D)的数据转换方法,编制相应的程序将SURPAC中空区三维块体模型嵌入FLAC~(3D),以取代以往数值模拟建模所用的虚拟模型进行数值计算,以此来了解露天开采境界下覆空区更真实的地压分布和稳定性状况。
通过对岩石在动载下的声发射特性进行实验研究,得到岩石在动载下的声发射规律;与静载下岩石声发射特性进行比较分析,总结动载下岩石的声发射特性,为合理解释爆破、冲击等动载作用下声发射监测数据提供理论支持,由此为频繁爆破和大型机械作业的露天开采境界下覆空区稳定性声发射监控提出指导性的意见。
以空区三维精确探测、稳定性分析、岩石动载下声发射实验为基础,研究以声发射监测为主,其他监测手段为辅的监测系统在开采境界下有空区的露天矿山安全预警中的实施方案,并对现场监测数据进行科学、合理的分析,保障矿山安全生产。
Safety accidents occurred constantly in China metal mines, and the mine production is severely endangered by cavity heavy accidents caused by underground pressure. Especially in some open-pit, large amount of cavities left by conventional underground mining or various unconventional exploitation exit under open-pit limit due to historical reasons, severely threatened the safety of personnel and equipment above. Furthermore, cavities under ground building such as highway are also the great hidden trouble. Thereby, accurate 3D detection is vital for cavity evaluation and disposal; the way to investigate the stress distribution and stability status of those underground cavities based on detected result is the necessary means to guarantee ground personnel and equipment safety; at the same time, real-time and accurate cavity monitoring on the basis of detection and stability analysis for accident prevention is also essential for mine safe production. In the view of this, the main researches in this paper are as follows:
a) Laser 3D detection was carried out for the cavities under open-pit limit by using advanced laser detection system which can present cavity 3D model and detailed information.
b) The stability of cavity under open-pit limit was analyzed based on the laser detected data. 3D model detected by laser system was imported into SURPAC to construct cavity block model, the transformation mode between SURPAC and FLAC~(3D) was studied, and the cavity 3D block model was imported into FLAC~(3D) through composed corresponding program. By this way, the assumed model used by prevenient numerical analysis can be substituted by detected true 3D model to investigate more accurate ground stress distribution and stability status of cavity under open-pit limit.
c) The law of rock acoustic emission under dynamic loading was obtained based on experimental study of rock acoustic emission under dynamic loading; the characteristics of rock acoustic emission under dynamic loading were summarized comparing with the ones under static loading. These may provide theoretical support to reasonably interpret rock acoustic emission data inspected under dynamic loading such as blasting and impact etc., and also may propose instructive suggestions for acoustic emission monitoring of cavity under open-pit limit where frequent blasting and large working machines exist.
d) The implement scheme of monitoring system which taking acoustic emission monitoring as the primary means assisting by other monitoring methods in the open-pit with cavities under open-pit limit was studied on the basis of cavity 3D accurate detection, stability analysis and acoustic emission experiments of rock under dynamic loading. Scientific and reasonable analysis was carried out for on-site monitoring data to ensure mine safe production.
引文
[1]李夕兵,李地元,赵国彦等.金属矿地下采空区探测、处理与安全评判[J].采矿与安全工程学报,2006,23(1):24-29.
[2]刘敦文,古德生,徐国元.地下矿山采空区处理方法的评价与优选[J].中国矿业,2004,13(8):52-55.
[3]章立元,刘松玉,邱钰等.高速公路下伏采空区问题国内外研究现状及进展[J].岩石力学与工程学报,2004,23(7):1198-1202.
[4]程久龙,胡克峰,王玉和等.探地雷达探测地下采空区的研究[J].岩土力学,2004,25(Supp):79-82.
[5]李大心.探地雷达方法与应用[M].北京:地质出版社,1994.12.
[6]陈义群,肖柏勋.论探地雷达现状与发展[J].工程地球物理学报,2005,2(2):149-155.
[7]谢绍辉,李金铭.我国探地雷达的应用现状及展望[J].工程勘察,2007,11:71-75.
[8]白冰,周健.探地雷达测试技术发展概况及其应用现状[J].岩石力学与工程学报,2001,20(4):537-531.
[9]刘敦文,徐国元,黄仁东等.金属矿采空区探测新技术[J].中国矿业,2000,9(4):34-37.
[10]刘红军,贾永刚.探地雷达在探测地下采空区范围中的应用[J].地质灾害与环境保护,1999,10(4):73-76.
[11]刘传孝,杨永杰,蒋金泉.探地雷达技术在采矿工程中的应用[J].岩土工程学报,1998,20(6):99-101.
[12]刘传孝.探地雷达空洞探测机理研究及应用实例分析[J].岩石力学与工程学报,2000,19(2):238-241.
[13]朱德兵.工程地球物理方法技术研究现状综述[J].地球物理学进展,2002,17(1):163-170
[14]董浩斌,王传雷.高密度电法的应用和发展[J].地学前缘,2003,10(1):171-176.
[15]金太平,吴一鸣.高密度电阻率法在采空区调查中的应用[J].西部探矿工程,2006,117(1):67-68.
[16]袁数森,张志军.高密度电阻率法在地下煤矿采空区探测中的应用[J].矿 产与地质,2006,20(3):273-278.
[17]卢贵清,夏金儒,谌进波.高密度电阻率法和瞬变电磁法在场地溶洞勘察中的综合应用[J].地质找矿论丛,2006,21(增):168-170.
[18]李建华,黄立勇,田军.高密度电法在岩溶、采空区探测中的应用[J].土工基础,2007,21(3):37-39.
[19]阴建康,赵云胜.高密度电法在地质灾害调查和安全评价中的应用研究[J].中国安全生产科学技术,2006,2(4):84-87.
[20]邓超文.高密度电法的原理及工程应用[J].韶关学院学报(自然科学版),2007,28(6):65-67.
[21]易兵,刘四新,薛建.高分辨率电法在复杂采空塌陷区的探测研究[J].河南科学,2007,25(6):1026-1028.
[22]祁民,张宝林,梁光河.高密度电法在山西阳泉某复杂采空区的初步应用研究[J].地球物理学进展,2006,21(1):256-262.
[23]李清林,谢汝一,王兰甫.应用电阻率层析成像探测采空区、斜风井巷道及稳定性计算[J].CT理论与应用研究,2005,14(3):127.
[24]阎述,傅君眉,李正斌.瞬变电磁法探测地下洞体的有效性[J].煤田地质与勘探,1999,2:64-68.
[25]薛国强,宋建平,阎述等.瞬变电磁探测地下洞体的可行性分析[J].石油大学学报(自然科学版),2004,28(5):135-138.
[26]刘菁华,朱士,翁爱华等.营城煤矿采空区及塌陷区的地球物理特征[J].吉林大学学报(地球科学版),2005,35(专辑):132-136.
[27]安润莲,姚精选,杨引串.瞬变电磁勘探技术在探测采空区中的应用[J].中国地质灾害与防治学报,2006,17(4):116-118,122.
[28]梁爽,李志民.瞬变电磁法在阳泉二矿探测积水采空区效果分析[J].煤田地质与勘探,2003,31(4):49-51.
[29]刘菁华,王祝文,朱士等.煤矿采空区及塌陷区的地球物理探查[J].煤炭学报,2005,30(6):715-719.
[30]王俊茹,张吉恒,许柏青.瞬变电磁法在高速公路采空区勘测中的应用[J].物探与化探,2007,31(4):358-360,364.
[31]张开元,韩自豪,周韬.瞬变电磁法在探测煤矿采空区中的应用[J].工程地球物理学报,2007,4(4):341-344.
[32]徐白山,王恩德,陈庆凯等.利用EH_4确定煤矿采空区的边界[J].东北大学学报(自然科学版),2006,27(7):810-813.
[33]胡运兵,吴燕清,宋劲等.二维电法探测采空区的模拟模型及实例分析[J].矿业安全与环保,2006,33(Supp):39-41.
[34]Michael van Schoor.Detection of sinkholes using 2D electrical resistivity imaging[J].Journal of Applied Geophysics,2002,50(4):393-399.
[35]Ugur Yaramanci.Geoelectric exploration and monitoring in rock salt for the safety assessment of underground waste disposal sites[J].Journal of Applied Geophysics,2000,44(2-3):181-196.
[36]Baker,J.,Shoemaker,M.L.,Roark,M.,Anderson,N.,Hinds,R.,1997.Reflection seismic mapping of caverns and collapsed caves,Carthage,Missouri.SAGEEP,Reno,NV,USA.
[37]Gilles Grandjean,Donatienne Leparoux.The potential of seismic methods for detecting cavities and buried objects:experimentation at a test site[J].Journal of Applied Geophysics,2004,56(2):93-106.
[38]徐白山,王恩德,田钢等.地震横波反射法探测含水洞穴的研究[J].东北大学学报(自然科学版),2006,27(1):84-87.
[39]张致付,程志平.地震映像法及其应用[J].桂林工学院学报,2003,23(1):36-40.
[40]肖宏跃,雷行健,雷宛.环境物探技术在岩溶勘察中的应用及其效果[J].灾害学,2007,22(3):58-62.
[41]辛永祺.高密度地震映像技术在空洞探查中的应用[J].山西建筑,2006,32(3):93-94.
[42]徐贵来.地震映像勘探技术研究[J].世界核地质科学,2006,23(1):33-37.43.
[43]杨祥森,林昀,崔德海.地震映像法在铁路隧道隐伏岩溶勘查中的应用[J].工程地球物理学报,2007,4(5):470-474.
[44]王万合,王晓柳,刘江平.地震映像法在某高速公路岩溶探测中的应用[J].工程地球物理学报,2007,4(2):141-145.
[45]杨成林.瑞雷波勘探[M].北京:地质出版社,1993.
[46]祁生文,孙进忠,何华.瑞雷波勘探的研究现状及展望[J].地球物理学进展,2002,17(4):630-635.
[47]祁生文,孙进忠,万志清.瞬态瑞雷波勘探方法的一点改进[J].辽宁工 程技术大学学报(自然科学版),2001,20(4):466-468.
[48]常锁亮,张淑婷,李贵山等.多道瞬态瑞雷波法在探测煤矿采空区中的应用[J].中国煤田地质,2002,14(3):70-72.
[49]苏晓强.瞬态瑞雷波法在地表探测煤矿采空区位置中的应用[J].煤,2005,14(4):24-26.
[50]阎长斌,徐国元,中国生.复杂地下空区综合探测技术研究及其应用[J].辽宁工程技术大学学报,2005,24(4):481-484.
[51]吴成平,胡祥云.采空区的物探勘查方法[J].地质找矿论丛,2007,22(1):19-23.
[52]Gilles Grandjean,Donatienne Leparoux.The potential of seismic methods for detecting cavities and buried objects:experimentation at a test site[J].Journal of Applied Geophysics,2004,56(2):93-106.
[53]Bojan B.Guzina,Sylvain Nintcheu Fata,Marc Bonnet.An Elastodynamic BIE Approach to Underground Cavity Detection[J].Electronic Journal of Boundary Elements,2002,BETEQ2001(2):223-230.
[54]高勇,徐白山,王启军等.地下空区探测方法有效性研究[J].地质找矿论丛,2003,18(2):126-130.
[55]卞海洋,杜广印,童立元.高速公路下伏多层富水采空区综合物探勘察技术研究[J].公路,2007,8:159-162.
[56]刘菁华,王祝文,朱士等.煤矿采空区及塌陷区的地球物理探查[J].煤炭学报,2005,30(6):715-719.
[57]石志纯,赵国彦,李发本.地下复杂采空区的探测[J].采矿技术,2005,5(4):103-104.
[58]阎长斌,徐国元.综合物探方法及其在复杂群采空区探测中的应用[J].湖南科技大学学报(自然科学版),2005,20(3):10-14.
[59]F.米勒,Y.波特温,D.雅各布.空场法采场矿石贫化的激光测量[J].国外金属矿山,1993,(4):5-7.
[60]Miller Fabien,Potvin Yves,Jacob Denis.Laser measurement of open stope dilution[J].CIM Bulletin,1992,85(962):96-102.
[61]Shaffer Gray,Stentz Anthony.Automated surveying of mines using a laser rangefinder[A].Emerging Computer Techniques for the Minerals Industry,1993.363-370.
[62]Huber Daniel,Vandapel Nicolas.Automatic three-dimensional underground mine mapping[J].International Journal of Robotics Research,2006,25(1):7-17.
[63]N.Fardin,Q.Feng,O.Stephansson.Application of a new in situ 3D laser scanner to study the scale effect on the rock joint surface roughness[J].International Journal of Rock Mechanics & Mining Sciences,2003,41(2):329-335.
[64]Syddell M.Company maps way forward for mining(laser scanning and digital imaging system)[J].Australian Mining,2005,97(4):30.
[65]Gilbertson R J.The Application of the cavity monitoring system at olympic dam operations[C].Proc.Underground Operators Conference,Kalgoorlie,Western Australia,1995:245-252.
[66]Jarosz A,Shepherd L.Application of cavity monitoring system for the control of dilution and ore loss in open stopes[C].11~(th)International Congress of ISM,2000,Cracow,Poland:155-164.
[67]John D Lupton.Cavity monitoring system and stope analysis[C].Proceedings,MassMin Chile 2004,Santiago,Chile,August 2004:56-62.
[68]过江,罗周全,邓建.三维动态空区监测系统CMS在矿山的应用[J].地下空间与工程学报,2005,1(7):994-996.
[69]过江,古德生,罗周全.金属矿山采空区3D激光探测新技术[J].矿冶工程,2006,26(5):16-19.
[70]罗周全,刘晓明,杨彪等.金属矿采矿科学技术前沿论坛论文集[J].矿业研究与开发,2006,26(Supp):87-90.
[71]Stuttle.M.C.Combined probe drilling and laser surveying for complex underground mapping[J].Canadian Mining Journal,1998,119(6):21-23.
[72]Stuttle.M.C.Laser scanning aids underground mine mapping[J].Mining Engineering,1999,51(3):45-46.
[73]Hoek,Brown.Practical estimates of rock mass strength.International Journal of Rock Mechanics and Mining Sciences,1997,34(8):1165-1186
[74]B.Shen,A.King and H.Guo.Displacement,stress and seismicity in roadway roofs during mining-induced failure.International Journal of Rock Mechanics and Mining Sciences,2007,14(5):387-394
[75]Jonce C J F P,Spencer W J.The implication of mining subsidence for modern highway structure[A].In:Large Ground Tunnel Movement and Structure Proceedings[C].[s.l.]:University of Wales Cardiff,1977.515-526.
[76]Wang M C.Settlement behavior of footing above a void[A].In:Proc.of Geotechnical and Geo-environmental Engineering[C].New Orleans:[s.n.],1982.168-183.
[77]Swift G M,Reddish D J.Stability problems associated with an abandoned ironstone mine[J].Bulletin of Engineering Geology and the Environment,2002,61(3):227-239.
[78]Nomikos P.P,Sofianos A.I,Tsoutrelis C.E.Structural response of vertically multi-jointed roof rock beams[J].International Journal of Rock Mechanics & Mining Sciences.2002,39(1):79-94.
[79]Diederichs M S,Kaiser P K.Tensile strength and abutment relaxation as failure control mechanisms in underground excavations[J].International Journal of Rock Mechanics & Mining Sciences,1999,36(1):69-96.
[80]Diederichs M S,Kaiser P K.Stability of large excavations in laminated hard rock masses:the voussoir analogue revisited[J].International Journal of Rock Mechanics & Mining Sciences.1999,36(1):97-117.
[81]蔡美峰,何满潮,刘东燕.岩石力学与工程[M].北京:科学出版社,2002.
[82]徐长佑.露天转地下开采[M].武汉:武汉工业大学出版社,1990.
[83]李元辉,南世卿,赵兴东等.露天转地下境界矿柱稳定性研究[J].岩石力学与工程学报,2005,24(2):276-283.
[84]Bahuguna P.P..Subsidence studies in Indian coalfields by a semi-empirical approach.IAHS Publication(International Association of Hydrological Sciences),1995,(234):127-133.
[85]颜荣贵,李文秀.开采影响下山区地表移动的基本规律.地下工程,1984,(3):22-27.
[86]井彦林,李寅良等.煤矿采空区建筑场地的稳定性分析.陕西煤炭,2002, (1):12-16.
[87]李满囤.太古公路采空区路桥稳定性分析及治理方案.重庆交通学院学报,2000,(3):85-87.
[88]廖春恒,刘伟强等.水口山鸭公塘矿区闭坑后采空区稳定性研究.采矿技术,2002,2(2):63-65.
[89]刘源.湖南邵东两市镇缓倾斜石膏矿床采空区稳定性研究.矿产与地质,1998,12(4):262-268.
[90]邓丽丽.可拓方法在采场稳定性评价中的应用.中国矿业,1998,7(4):35-38.
[91]来兴平,石平五等.基于非线性动力学采空区稳定性监测分析.西安科技学院学报,2002,22(1):1-4.
[92]来兴平.基于非线性动力学的采空区稳定性集成监测分析与预报系统研究及应用[博士学位论文].北京:北京科技大学,2002.
[93]李世烽.隧道围岩稳定性系统分析[M].北京:中国铁道出版社,1991.
[94]李世烽等.隧道支护设计新论[M].北京:科学出版社,1999.
[95]刘之蔡,梁金城等.岩溶区含溶洞岩石地基稳定性分析.岩土工程学报,2003,25(5):629-633.
[96]王生俊,贾学民,韩文峰等.高速公路下伏采空区剩余沉降量FLAC~(3D)计算方法[J].岩石力学与工程学报,2005,24(19):3545-3550.
[97]李俊平,彭作为,周创兵等.木架山采空区处理方案研究[J].岩石力学与工程学报,2004,23(22):3884-3890.
[98]B.Unver,N.E.Yasitli.Modeling of strata movement with a special reference to caving mechanism in thick seam coal mining.International Journal of Coal Geology,2006,66(4):227-252
[99]Yasitli,Unver.3-D estimation of stresses around a longwall face by using finite difference method.18th International Mining Congress of Turkey,Antalya(2003),pp.83-88
[100]A.Jaiswal,S.K.Sharma,B.K.Shrivastva.Numerical modeling study of asymmetry in the induced stresses over coal mine pillars with advancement of the goaf line.International Journal of Rock Mechanics and Mining Sciences,2004,41(5):859-864
[101]C.Mukherjee,P.R.Sheorey,K.G.Sharma.Numerical simulation of caved goal behaviour in longwall workings.International Journal of Rock Mechanics & Mining Sciences,1994,31(1):35-45
[102]I.G.T.Thin,R.J.Pine,R.Trueman.Numerical modelling as an aid to the determination of the stress distribution in the goal due to longwall coal mining.International Journal of Rock Mechanics and Mining Science,1993,30(7):1403-1409
[103]R.Trueman.A finite element analysis for the establishment of stress development in a coal mine caved waste[J].Mining Science and Technology.1990,10(3):247-252.
[104]陈尚桥,黄润秋.基础浅埋地下洞室安全顶板厚度研究[J].岩石力学与工程学报,2000,6(19):961-966.
[105]岩小明,李夕兵,郭雷等.露天地下开采隔离层稳定性研究[J].岩土力学,2007,28(8):1682一1686.
[106]李金凤,王劼,张晓军.民采空区地压数值模拟稳定性分析[J].山东理工大学学报(自然科学版),2005,19(6):9-13.
[107]G.歌德赫(西德).有限元法在岩土工程力学中的应用(张清,张弥等译)[M].北京:中国铁道出版社,1983.
[108]葛修润.有限单元法及其在岩体力学中的应用[M].北京:水利出版社,1991.
[109]黎斌,范秋雁等.岩溶地区溶洞顶板稳定性分析.岩石力学与工程学报,2002,21(4):532-536.
[110]李治国.铁山隧道采空区稳定性分析及治理技术研究.岩石力学与工程学报,2002,21(8):1168-1173.
[111]邱贤德,黄木坤等.数值计算在采空区稳定性评价中的应用.矿山压力与顶板管理,2002,(4):105-107,110.
[112]苏永华,方祖烈等.大型地下采空区稳定可靠性分析建模方法探讨.中国矿业,1998,7(4):69-72.
[113]姚宝魁,刘竹华等.矿山地下开采稳定性研究[M],北京:中国科学技术出版社,1994.
[114]ZIENKIEWICA O.C.The finite element method in the engineering science[M].McGraw-Hill.London,1971.
[115]杨宜章.岩溶和空区上方地基承载特性的研究[博士学位论文].长沙:中南大学,2007.
[116]刘之葵.岩溶区溶洞及土洞对建筑地基影响的研究.中南大学博士论文, 2004
[117]赵明华,曹文贵,何鹏祥等.岩溶及空区桥梁桩基桩端岩层安全厚度研究.岩土力学,2004,25(1),64-68
[118]Baus,R.L.The stability of shallow continuous footing located above voids.Ph.D Thesis,The Pennsylvania State University,University Park,PA,USA,1980
[119]R.L.Baus and M.C.Wang,Bearing capacity of strip footing above void,Joumal of Geotechnical Engineering,ASCE,1983,I17(5):753-765
[120]R.L.Baus,M.C.Wang,Bearing capacity of strip footing above viod,Journal of Gectechnical Engineering,ASCE,109(1),1983,1-14
[121]GAzam,and M.C.Wang,Performance of strip footing above voids in clay,Journal of Geotechnical Engineering,ASCE,1991,117(5):753-765
[122]刘铁雄.岩溶顶板与桩基作用机理分析及模拟试验研究.中南大学博士论文,2003
[123]刘铁雄,彭振斌,安伟刚等.岩溶地区桩基特性物理模拟.中南工业大学学报(自然科学版),2002年04期
[124]Waltham,A.C.,Swift,GM.,Bearing capacity of rock over mined cavities in Nottingham,Engineering Geology,75(i),2004,15-31
[125]C.W Hsieh,M.C.Wang,Bearing capacity determination method for strip surface footings underlain by voids,Transportation Research Record,1996(1336):90 -95
[126]黎斌,范秋雁,秦凤荣.岩溶地区溶洞顶板稳定性分析.岩石力学与工程学报,2002,21(4):532-536
[127]曹文贵,程晔,赵明华.公路路基岩溶顶板安全厚度确定的数值流形方法研究.岩土工程学报,2005,27(6),621-625
[128]丁春林,甘百先,钟辉虹等.含土洞、溶洞的机场滑行道路基稳定性评估.岩石力学与工程学报,2003,22(8),1329-1333
[129]阳军生,张军,张起森.溶洞上方圆形基础地基极限承载力有限元分析.岩石力学与工程学报,2005,24(2),296-301
[130]胡庆国,张可能,阳军生.溶洞上方条形基础地基极限承载力有限元分析.中南大学学报(自然科学版),2005,36(4),694-697
[131]Yang Yizhang,Ultimate Bearing Capacity of Surface Strip Footings Underlain by Rock Void.PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY,(Vol.V),Beijing/New York:Science Press,2842-2847,2005
[132]M.C.Wang,A.Badie,Effect of undergrand void on foundation stability,Joumal of Gectechnical Engineering,ASCE,111(8),1985,1008-1019
[133]M.C.Wang,C.S.Yoo,C.WHsieh,Effect of void on footing behavior under eccentric and inclined loads,Found Eng Curr Princ Pract,1989,1226-1239
[134]J.Kaiser,Ph.D.Thesis,Technische Hochschulo Munchen Munich,Germany,1950
[135]J.西拉德.超声检测新技术.科学出版社,1991
[136]胜山邦久.声发射(AE)技术的应用.冶金工业出版社,1996
[137]T.Drouillard,"Acoustic Emission:A Bibliography with Abstracts",Frances Laner,ed.New York,NY:IFI Plenum Data Company(1979)
[138]T.F.Drouillard,"Acoustic Emission-The First Half Century",Progress in Acoustic Emission Ⅶ,The Japanese Society for NDI,Japan,1994
[139]彭新明,孙友宏,李安宁.岩石声发射技术的应用现状.世界地质,2000,19(3):303-306
[140]彭一民.岩石声发射技术的应用与进展.地质科技情报,1989,(4):91-97
[141]Sugawara,K,Kaneko,K,Obara,Y.Rock stress and AE activity in Miike coal mine.Proc 2nd International Symposium on Field Measurements in Geomechanics,Kobe,6-9 April 1987 V2,P749-758.Publ Rotterdam:A A Balkema,1988.International Journal of Rock Mechanics and Mining Science & Geomechanics,1990 27(3):A195
[142]Rap M V M S,Ramana Y V.A study of progressive failure of rock under cyclic loading by ultrasonic and AE monitoring techniques.Rock Mech.Rock Engng,1992,25(4):237-251
[143]Li C,Nordlund E.Experimental verification of the kaiser effect in rocks.Rock Mech.Rock Engng,1993,26(4):333-351
[144]K.Kusunose.Fracture mechanics of rocks.Journal of physics of the earth,1995,43(4):333-351
[145]Stephen D.Falls,R.Paul Young.Acoustic emission and ultrasonic -velocity methods used to characterise the excavation disturbance associated with deep tunnels in hard rock.Tectonophysics,1998,289(1-3):1-15
[146]L.Wu,C.Cui,N.Geng and J.Wang,Remote sensing rock mechanics (RSRM) and associated experimental studies.Int J Rock Mech Min Sci,37(2000),pp.879-888
[147]X.-L.Lei,O.Nishizawa,K.Kusunose.Compressive failure of mudstone samples containing quartz veins using rapid AE monitoring:the role of asperities.Tectonophysics,328(3-4):329-340
[148]T.M.Roberts,M.Talebzadeh.Acoustic emission monitoring of fatigue crack propagation.Journal of Constructional Steel Research,2003,59:695-712
[149]A.Lavrov.The Kaiser effect in rocks:principles and stress estimation techniques.International Journal of Rock Mechanics and Mining Sciences,2003,40(2):151-171
[150]Xinglin Lei,Koji Masudaa,Osamu Nishizawac,etc.Detailed analysis of acoustic emission activity during catastrophic fracture of faults in rock.Journal of Structural Geology,2004,26:247-258
[151]H.Moriya,T.Fujita,H.Niitsuma,J.Eisenbl(a|¨)tter,G.Manthei.Analysis of fracture propagation behavior using hydraulically induced acoustic emissions in the Bernburg salt mine.Germany.International Journal of Rock Mechanics and Mining Sciences,2006,43(1):49-57
[152]陈颙.声发射技术在岩石力学中的应用.地球物理学报,1977,20(4):312-322
[153]刘东燕,朱可善,胡本雄.含裂隙岩石受压破坏的声发射特性研究.地下空间,1998,18(4):210-215
[154]唐春安.岩石破裂过程中的灾变.北京:煤炭工业出版社,1993
[155]葛修润,蒋宇,卢允德等.周期荷载作用下岩石疲劳变形特性试验研究.岩石力学与工程学报,2003,22(10):1581-1585
[156]袁建新.岩体损伤问题.岩土力学,1993,14(1):1-24
[157]王恩元,何学秋,刘贞堂.煤体破裂声发射的频谱特征研究.煤炭学报,2004,29(3):289-292
[158]李俊平,周创兵.岩体的声发射特征试验研究.岩土力学,2004,25(3):374-378
[159]谢强,张永兴,余贤斌.石灰岩在单轴压缩条件下的声发射特性.重庆建筑大学学报,2002,24(1):19-23
[160]吴刚,赵震洋.不同应力状态下岩石类材料破坏的声发射特性.岩土工程学报,1998,20(2):82-85
[161]李庶林,尹贤刚,王泳嘉.单轴受压岩石破坏全过程声发射特征研究.岩石力学与工程学报,2002,21(7):940-947
[162]谭云亮,李芳成,周辉.冲击地压声发射前兆模式初步研究.岩石力学与工程学报,2000,19(4):425-428
[163]潘长良,祝方才,曹平.单轴压力下岩爆倾向岩石的声发射特征.中南工业大学学报,2001,32(4):336-338
[164]Momoh,O,Bawden,W F,Kanduth.AE/MS monitoring in Noranda Group mines.H H Proc 4th Conference on Acoustic Emission/Microseismic Activity in Geological Structures and Materials,Pennsylvania,22-24 October 1985 P189-206.Publ Clausthal-Zellerfeld:Trans Tech Publications,1989.International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts,1991,28(2-3):A170
[165]非媒矿山领域研究报告(2004年-2010年).国家安全监督管理局
[166]贾明涛.井下通讯与安全预警技术.研究报告,2005年11月
[167]李庶林,尹贤刚,郑文达,Cezar Trifu.凡口铅锌矿多通道微震监测系统及其应用研究.岩石力学与工程学报,2005,(6):2048-2053
[168]朱若谷,陈本永,郭斌等.激光应用技术.北京:国防工业出版社,2006
[169]陈家璧.激光原理及应用.北京:电子工业出版社,2006
[170]李湘银,姚敏玉,李卓等.激光原理技术及应用.哈尔滨:哈尔滨工业大学出版社,2004
[171]丁俊华等.激光原理及应用.北京:清华大学出版社,1987
[172]张远智,胡广洋,刘煜彤等.基于工程应用的三维激光扫描系统.公路运输文摘,2001,(9):38-40
[173]罗一忠.大面积采空区失稳的重大危险源辨识[博士学位论文].长沙:中南大学,2005
[174]Jager J C,Cook N G W.Fundamentals of Rock Mechanics.Chapman and Hall,London,1976
[175]王文星.岩体力学.长沙:中南大学出版社,2004
[176]靳钟铭,张惠轩,康天合.顶板大面积来压机理研究.山西煤炭,1994,(6):14-18
[177]姚宝魁,刘竹华等.矿山地下开采稳定性研究.北京:中国科学技术出版社,1994
[178]徐芝纶.弹性力学(上册).北京:高等教育出版社,1990
[179]李通林,谭学术等.矿山岩石力学.重庆:重庆大学出版社,1991
[180]B.H.G.布雷迪,E.T.布朗.地下采矿岩石力学(冯树仁,佘诗刚译).北京:煤炭工业出版社,1991
[181]《岩土工程手册》编写委员会.岩土工程手册.北京:中国建筑工业出版社,1994
[182]铁道部第二勘测设计院.岩溶工程地质.北京:中国铁道出版社,1984
[183]G.M.Swift,DJ.Reddish.Stability problems associated with an abandoned ironstone mine.Germany.Bull Eng Geol Env,2002,61:227-239
[184]Hans H.Vaziri,Javad S.Jalali,Rafiq Islam.An analytical model for stability analysis of rock layers over a circular opening.International Journal of Solids and Structures,2001,38:3735-3757
[185]周智勇,陈建宏,周科平.Surpac Vision软件在矿床建模中的应用.矿业工程,2004,2(4):56-58
[186]陈佩佩,叶勇,张守仁.矿山工程软件Surpac Vision在煤矿中的应用.煤炭科学技术,30(3):29-31
[187]Itasca Consulting Group,Inc.FLAC~(3D)(Fast Lagrangian Analysis of Continua in 3D) Version2.10,Users Manual.USA:Itasca Consulting Group,Inc.,2002
[188]梁海波,李仲奎,谷兆祺.FLAC程序及其在我国水电工程中的应用.岩石力学与工程学报,1996,15(6):225-230
[189]万文.地下空区对边坡稳定性的影响研究[博士学位论文].长沙:中南大学,2006
[190]王纯祥.三维地层信息系统及其力学分析功能研究[博士学位论文].武汉:中科院武汉岩土力学研究所,2004
[191]刘贵民.无损检测技术.北京:国防工业出版社,2006
[192]王仲生,万小朋.无损检测诊断现场实用技术.北京:机械工业出版社,2002
[193]赵永红.受单轴压缩大理岩填充割缝周围的微裂纹生长.岩石力学与工程学报,2004,23(15):2504-2509
[194]张俊哲.无损检测技术及其应用.北京:科学出版社,1993
[195]何祚镛,赵玉芳.声学理论基础.北京:国防工业出版社,1981
[196]杨明纬.声发射检测.北京:机械工业出版社,2005
[197]胡广书.数字信号处理导论.北京:清华大学出版社,1997
[198]蔡美峰,孙留安,李长洪,来兴平.玲珑金矿主运巷塌陷治理区稳定性动态综合监测与评价.岩石力学与工程学报,2007,26(5):886-894
[199]邓聚龙.灰色系统基本方法.武汉:华中理工大学出版社,1996
[200]灰色系统理论在安全中的应用研究.北京理工大学博士后出站报告
[201]肖鸾,胡友健,王晓华.GPS技术在变形监测中的应用综述.工程地球物理学报,2005,2(2):160-165
[202]卫建东.现代变形监测技术的发展现状与展望.测绘科学,2007,32(6):10-13
[203]岳东杰.水利水电工程变形监测中GPS技术与数据处理研究[博士学位论文].南京:河海大学,2005
[204]余学祥,徐绍铨,吕伟才.GPS变形监测信息的单历元解算方法研究.测绘学报,2002,31(2):123-127
[205]陈永奇,James Lutes.单历元GPS变形监测数据处理方法的研究.武汉测绘科技大学学报,1998,23(4):324-328,363
[2]刘敦文,古德生,徐国元.地下矿山采空区处理方法的评价与优选[J].中国矿业,2004,13(8):52-55.
[3]章立元,刘松玉,邱钰等.高速公路下伏采空区问题国内外研究现状及进展[J].岩石力学与工程学报,2004,23(7):1198-1202.
[4]程久龙,胡克峰,王玉和等.探地雷达探测地下采空区的研究[J].岩土力学,2004,25(Supp):79-82.
[5]李大心.探地雷达方法与应用[M].北京:地质出版社,1994.12.
[6]陈义群,肖柏勋.论探地雷达现状与发展[J].工程地球物理学报,2005,2(2):149-155.
[7]谢绍辉,李金铭.我国探地雷达的应用现状及展望[J].工程勘察,2007,11:71-75.
[8]白冰,周健.探地雷达测试技术发展概况及其应用现状[J].岩石力学与工程学报,2001,20(4):537-531.
[9]刘敦文,徐国元,黄仁东等.金属矿采空区探测新技术[J].中国矿业,2000,9(4):34-37.
[10]刘红军,贾永刚.探地雷达在探测地下采空区范围中的应用[J].地质灾害与环境保护,1999,10(4):73-76.
[11]刘传孝,杨永杰,蒋金泉.探地雷达技术在采矿工程中的应用[J].岩土工程学报,1998,20(6):99-101.
[12]刘传孝.探地雷达空洞探测机理研究及应用实例分析[J].岩石力学与工程学报,2000,19(2):238-241.
[13]朱德兵.工程地球物理方法技术研究现状综述[J].地球物理学进展,2002,17(1):163-170
[14]董浩斌,王传雷.高密度电法的应用和发展[J].地学前缘,2003,10(1):171-176.
[15]金太平,吴一鸣.高密度电阻率法在采空区调查中的应用[J].西部探矿工程,2006,117(1):67-68.
[16]袁数森,张志军.高密度电阻率法在地下煤矿采空区探测中的应用[J].矿 产与地质,2006,20(3):273-278.
[17]卢贵清,夏金儒,谌进波.高密度电阻率法和瞬变电磁法在场地溶洞勘察中的综合应用[J].地质找矿论丛,2006,21(增):168-170.
[18]李建华,黄立勇,田军.高密度电法在岩溶、采空区探测中的应用[J].土工基础,2007,21(3):37-39.
[19]阴建康,赵云胜.高密度电法在地质灾害调查和安全评价中的应用研究[J].中国安全生产科学技术,2006,2(4):84-87.
[20]邓超文.高密度电法的原理及工程应用[J].韶关学院学报(自然科学版),2007,28(6):65-67.
[21]易兵,刘四新,薛建.高分辨率电法在复杂采空塌陷区的探测研究[J].河南科学,2007,25(6):1026-1028.
[22]祁民,张宝林,梁光河.高密度电法在山西阳泉某复杂采空区的初步应用研究[J].地球物理学进展,2006,21(1):256-262.
[23]李清林,谢汝一,王兰甫.应用电阻率层析成像探测采空区、斜风井巷道及稳定性计算[J].CT理论与应用研究,2005,14(3):127.
[24]阎述,傅君眉,李正斌.瞬变电磁法探测地下洞体的有效性[J].煤田地质与勘探,1999,2:64-68.
[25]薛国强,宋建平,阎述等.瞬变电磁探测地下洞体的可行性分析[J].石油大学学报(自然科学版),2004,28(5):135-138.
[26]刘菁华,朱士,翁爱华等.营城煤矿采空区及塌陷区的地球物理特征[J].吉林大学学报(地球科学版),2005,35(专辑):132-136.
[27]安润莲,姚精选,杨引串.瞬变电磁勘探技术在探测采空区中的应用[J].中国地质灾害与防治学报,2006,17(4):116-118,122.
[28]梁爽,李志民.瞬变电磁法在阳泉二矿探测积水采空区效果分析[J].煤田地质与勘探,2003,31(4):49-51.
[29]刘菁华,王祝文,朱士等.煤矿采空区及塌陷区的地球物理探查[J].煤炭学报,2005,30(6):715-719.
[30]王俊茹,张吉恒,许柏青.瞬变电磁法在高速公路采空区勘测中的应用[J].物探与化探,2007,31(4):358-360,364.
[31]张开元,韩自豪,周韬.瞬变电磁法在探测煤矿采空区中的应用[J].工程地球物理学报,2007,4(4):341-344.
[32]徐白山,王恩德,陈庆凯等.利用EH_4确定煤矿采空区的边界[J].东北大学学报(自然科学版),2006,27(7):810-813.
[33]胡运兵,吴燕清,宋劲等.二维电法探测采空区的模拟模型及实例分析[J].矿业安全与环保,2006,33(Supp):39-41.
[34]Michael van Schoor.Detection of sinkholes using 2D electrical resistivity imaging[J].Journal of Applied Geophysics,2002,50(4):393-399.
[35]Ugur Yaramanci.Geoelectric exploration and monitoring in rock salt for the safety assessment of underground waste disposal sites[J].Journal of Applied Geophysics,2000,44(2-3):181-196.
[36]Baker,J.,Shoemaker,M.L.,Roark,M.,Anderson,N.,Hinds,R.,1997.Reflection seismic mapping of caverns and collapsed caves,Carthage,Missouri.SAGEEP,Reno,NV,USA.
[37]Gilles Grandjean,Donatienne Leparoux.The potential of seismic methods for detecting cavities and buried objects:experimentation at a test site[J].Journal of Applied Geophysics,2004,56(2):93-106.
[38]徐白山,王恩德,田钢等.地震横波反射法探测含水洞穴的研究[J].东北大学学报(自然科学版),2006,27(1):84-87.
[39]张致付,程志平.地震映像法及其应用[J].桂林工学院学报,2003,23(1):36-40.
[40]肖宏跃,雷行健,雷宛.环境物探技术在岩溶勘察中的应用及其效果[J].灾害学,2007,22(3):58-62.
[41]辛永祺.高密度地震映像技术在空洞探查中的应用[J].山西建筑,2006,32(3):93-94.
[42]徐贵来.地震映像勘探技术研究[J].世界核地质科学,2006,23(1):33-37.43.
[43]杨祥森,林昀,崔德海.地震映像法在铁路隧道隐伏岩溶勘查中的应用[J].工程地球物理学报,2007,4(5):470-474.
[44]王万合,王晓柳,刘江平.地震映像法在某高速公路岩溶探测中的应用[J].工程地球物理学报,2007,4(2):141-145.
[45]杨成林.瑞雷波勘探[M].北京:地质出版社,1993.
[46]祁生文,孙进忠,何华.瑞雷波勘探的研究现状及展望[J].地球物理学进展,2002,17(4):630-635.
[47]祁生文,孙进忠,万志清.瞬态瑞雷波勘探方法的一点改进[J].辽宁工 程技术大学学报(自然科学版),2001,20(4):466-468.
[48]常锁亮,张淑婷,李贵山等.多道瞬态瑞雷波法在探测煤矿采空区中的应用[J].中国煤田地质,2002,14(3):70-72.
[49]苏晓强.瞬态瑞雷波法在地表探测煤矿采空区位置中的应用[J].煤,2005,14(4):24-26.
[50]阎长斌,徐国元,中国生.复杂地下空区综合探测技术研究及其应用[J].辽宁工程技术大学学报,2005,24(4):481-484.
[51]吴成平,胡祥云.采空区的物探勘查方法[J].地质找矿论丛,2007,22(1):19-23.
[52]Gilles Grandjean,Donatienne Leparoux.The potential of seismic methods for detecting cavities and buried objects:experimentation at a test site[J].Journal of Applied Geophysics,2004,56(2):93-106.
[53]Bojan B.Guzina,Sylvain Nintcheu Fata,Marc Bonnet.An Elastodynamic BIE Approach to Underground Cavity Detection[J].Electronic Journal of Boundary Elements,2002,BETEQ2001(2):223-230.
[54]高勇,徐白山,王启军等.地下空区探测方法有效性研究[J].地质找矿论丛,2003,18(2):126-130.
[55]卞海洋,杜广印,童立元.高速公路下伏多层富水采空区综合物探勘察技术研究[J].公路,2007,8:159-162.
[56]刘菁华,王祝文,朱士等.煤矿采空区及塌陷区的地球物理探查[J].煤炭学报,2005,30(6):715-719.
[57]石志纯,赵国彦,李发本.地下复杂采空区的探测[J].采矿技术,2005,5(4):103-104.
[58]阎长斌,徐国元.综合物探方法及其在复杂群采空区探测中的应用[J].湖南科技大学学报(自然科学版),2005,20(3):10-14.
[59]F.米勒,Y.波特温,D.雅各布.空场法采场矿石贫化的激光测量[J].国外金属矿山,1993,(4):5-7.
[60]Miller Fabien,Potvin Yves,Jacob Denis.Laser measurement of open stope dilution[J].CIM Bulletin,1992,85(962):96-102.
[61]Shaffer Gray,Stentz Anthony.Automated surveying of mines using a laser rangefinder[A].Emerging Computer Techniques for the Minerals Industry,1993.363-370.
[62]Huber Daniel,Vandapel Nicolas.Automatic three-dimensional underground mine mapping[J].International Journal of Robotics Research,2006,25(1):7-17.
[63]N.Fardin,Q.Feng,O.Stephansson.Application of a new in situ 3D laser scanner to study the scale effect on the rock joint surface roughness[J].International Journal of Rock Mechanics & Mining Sciences,2003,41(2):329-335.
[64]Syddell M.Company maps way forward for mining(laser scanning and digital imaging system)[J].Australian Mining,2005,97(4):30.
[65]Gilbertson R J.The Application of the cavity monitoring system at olympic dam operations[C].Proc.Underground Operators Conference,Kalgoorlie,Western Australia,1995:245-252.
[66]Jarosz A,Shepherd L.Application of cavity monitoring system for the control of dilution and ore loss in open stopes[C].11~(th)International Congress of ISM,2000,Cracow,Poland:155-164.
[67]John D Lupton.Cavity monitoring system and stope analysis[C].Proceedings,MassMin Chile 2004,Santiago,Chile,August 2004:56-62.
[68]过江,罗周全,邓建.三维动态空区监测系统CMS在矿山的应用[J].地下空间与工程学报,2005,1(7):994-996.
[69]过江,古德生,罗周全.金属矿山采空区3D激光探测新技术[J].矿冶工程,2006,26(5):16-19.
[70]罗周全,刘晓明,杨彪等.金属矿采矿科学技术前沿论坛论文集[J].矿业研究与开发,2006,26(Supp):87-90.
[71]Stuttle.M.C.Combined probe drilling and laser surveying for complex underground mapping[J].Canadian Mining Journal,1998,119(6):21-23.
[72]Stuttle.M.C.Laser scanning aids underground mine mapping[J].Mining Engineering,1999,51(3):45-46.
[73]Hoek,Brown.Practical estimates of rock mass strength.International Journal of Rock Mechanics and Mining Sciences,1997,34(8):1165-1186
[74]B.Shen,A.King and H.Guo.Displacement,stress and seismicity in roadway roofs during mining-induced failure.International Journal of Rock Mechanics and Mining Sciences,2007,14(5):387-394
[75]Jonce C J F P,Spencer W J.The implication of mining subsidence for modern highway structure[A].In:Large Ground Tunnel Movement and Structure Proceedings[C].[s.l.]:University of Wales Cardiff,1977.515-526.
[76]Wang M C.Settlement behavior of footing above a void[A].In:Proc.of Geotechnical and Geo-environmental Engineering[C].New Orleans:[s.n.],1982.168-183.
[77]Swift G M,Reddish D J.Stability problems associated with an abandoned ironstone mine[J].Bulletin of Engineering Geology and the Environment,2002,61(3):227-239.
[78]Nomikos P.P,Sofianos A.I,Tsoutrelis C.E.Structural response of vertically multi-jointed roof rock beams[J].International Journal of Rock Mechanics & Mining Sciences.2002,39(1):79-94.
[79]Diederichs M S,Kaiser P K.Tensile strength and abutment relaxation as failure control mechanisms in underground excavations[J].International Journal of Rock Mechanics & Mining Sciences,1999,36(1):69-96.
[80]Diederichs M S,Kaiser P K.Stability of large excavations in laminated hard rock masses:the voussoir analogue revisited[J].International Journal of Rock Mechanics & Mining Sciences.1999,36(1):97-117.
[81]蔡美峰,何满潮,刘东燕.岩石力学与工程[M].北京:科学出版社,2002.
[82]徐长佑.露天转地下开采[M].武汉:武汉工业大学出版社,1990.
[83]李元辉,南世卿,赵兴东等.露天转地下境界矿柱稳定性研究[J].岩石力学与工程学报,2005,24(2):276-283.
[84]Bahuguna P.P..Subsidence studies in Indian coalfields by a semi-empirical approach.IAHS Publication(International Association of Hydrological Sciences),1995,(234):127-133.
[85]颜荣贵,李文秀.开采影响下山区地表移动的基本规律.地下工程,1984,(3):22-27.
[86]井彦林,李寅良等.煤矿采空区建筑场地的稳定性分析.陕西煤炭,2002, (1):12-16.
[87]李满囤.太古公路采空区路桥稳定性分析及治理方案.重庆交通学院学报,2000,(3):85-87.
[88]廖春恒,刘伟强等.水口山鸭公塘矿区闭坑后采空区稳定性研究.采矿技术,2002,2(2):63-65.
[89]刘源.湖南邵东两市镇缓倾斜石膏矿床采空区稳定性研究.矿产与地质,1998,12(4):262-268.
[90]邓丽丽.可拓方法在采场稳定性评价中的应用.中国矿业,1998,7(4):35-38.
[91]来兴平,石平五等.基于非线性动力学采空区稳定性监测分析.西安科技学院学报,2002,22(1):1-4.
[92]来兴平.基于非线性动力学的采空区稳定性集成监测分析与预报系统研究及应用[博士学位论文].北京:北京科技大学,2002.
[93]李世烽.隧道围岩稳定性系统分析[M].北京:中国铁道出版社,1991.
[94]李世烽等.隧道支护设计新论[M].北京:科学出版社,1999.
[95]刘之蔡,梁金城等.岩溶区含溶洞岩石地基稳定性分析.岩土工程学报,2003,25(5):629-633.
[96]王生俊,贾学民,韩文峰等.高速公路下伏采空区剩余沉降量FLAC~(3D)计算方法[J].岩石力学与工程学报,2005,24(19):3545-3550.
[97]李俊平,彭作为,周创兵等.木架山采空区处理方案研究[J].岩石力学与工程学报,2004,23(22):3884-3890.
[98]B.Unver,N.E.Yasitli.Modeling of strata movement with a special reference to caving mechanism in thick seam coal mining.International Journal of Coal Geology,2006,66(4):227-252
[99]Yasitli,Unver.3-D estimation of stresses around a longwall face by using finite difference method.18th International Mining Congress of Turkey,Antalya(2003),pp.83-88
[100]A.Jaiswal,S.K.Sharma,B.K.Shrivastva.Numerical modeling study of asymmetry in the induced stresses over coal mine pillars with advancement of the goaf line.International Journal of Rock Mechanics and Mining Sciences,2004,41(5):859-864
[101]C.Mukherjee,P.R.Sheorey,K.G.Sharma.Numerical simulation of caved goal behaviour in longwall workings.International Journal of Rock Mechanics & Mining Sciences,1994,31(1):35-45
[102]I.G.T.Thin,R.J.Pine,R.Trueman.Numerical modelling as an aid to the determination of the stress distribution in the goal due to longwall coal mining.International Journal of Rock Mechanics and Mining Science,1993,30(7):1403-1409
[103]R.Trueman.A finite element analysis for the establishment of stress development in a coal mine caved waste[J].Mining Science and Technology.1990,10(3):247-252.
[104]陈尚桥,黄润秋.基础浅埋地下洞室安全顶板厚度研究[J].岩石力学与工程学报,2000,6(19):961-966.
[105]岩小明,李夕兵,郭雷等.露天地下开采隔离层稳定性研究[J].岩土力学,2007,28(8):1682一1686.
[106]李金凤,王劼,张晓军.民采空区地压数值模拟稳定性分析[J].山东理工大学学报(自然科学版),2005,19(6):9-13.
[107]G.歌德赫(西德).有限元法在岩土工程力学中的应用(张清,张弥等译)[M].北京:中国铁道出版社,1983.
[108]葛修润.有限单元法及其在岩体力学中的应用[M].北京:水利出版社,1991.
[109]黎斌,范秋雁等.岩溶地区溶洞顶板稳定性分析.岩石力学与工程学报,2002,21(4):532-536.
[110]李治国.铁山隧道采空区稳定性分析及治理技术研究.岩石力学与工程学报,2002,21(8):1168-1173.
[111]邱贤德,黄木坤等.数值计算在采空区稳定性评价中的应用.矿山压力与顶板管理,2002,(4):105-107,110.
[112]苏永华,方祖烈等.大型地下采空区稳定可靠性分析建模方法探讨.中国矿业,1998,7(4):69-72.
[113]姚宝魁,刘竹华等.矿山地下开采稳定性研究[M],北京:中国科学技术出版社,1994.
[114]ZIENKIEWICA O.C.The finite element method in the engineering science[M].McGraw-Hill.London,1971.
[115]杨宜章.岩溶和空区上方地基承载特性的研究[博士学位论文].长沙:中南大学,2007.
[116]刘之葵.岩溶区溶洞及土洞对建筑地基影响的研究.中南大学博士论文, 2004
[117]赵明华,曹文贵,何鹏祥等.岩溶及空区桥梁桩基桩端岩层安全厚度研究.岩土力学,2004,25(1),64-68
[118]Baus,R.L.The stability of shallow continuous footing located above voids.Ph.D Thesis,The Pennsylvania State University,University Park,PA,USA,1980
[119]R.L.Baus and M.C.Wang,Bearing capacity of strip footing above void,Joumal of Geotechnical Engineering,ASCE,1983,I17(5):753-765
[120]R.L.Baus,M.C.Wang,Bearing capacity of strip footing above viod,Journal of Gectechnical Engineering,ASCE,109(1),1983,1-14
[121]GAzam,and M.C.Wang,Performance of strip footing above voids in clay,Journal of Geotechnical Engineering,ASCE,1991,117(5):753-765
[122]刘铁雄.岩溶顶板与桩基作用机理分析及模拟试验研究.中南大学博士论文,2003
[123]刘铁雄,彭振斌,安伟刚等.岩溶地区桩基特性物理模拟.中南工业大学学报(自然科学版),2002年04期
[124]Waltham,A.C.,Swift,GM.,Bearing capacity of rock over mined cavities in Nottingham,Engineering Geology,75(i),2004,15-31
[125]C.W Hsieh,M.C.Wang,Bearing capacity determination method for strip surface footings underlain by voids,Transportation Research Record,1996(1336):90 -95
[126]黎斌,范秋雁,秦凤荣.岩溶地区溶洞顶板稳定性分析.岩石力学与工程学报,2002,21(4):532-536
[127]曹文贵,程晔,赵明华.公路路基岩溶顶板安全厚度确定的数值流形方法研究.岩土工程学报,2005,27(6),621-625
[128]丁春林,甘百先,钟辉虹等.含土洞、溶洞的机场滑行道路基稳定性评估.岩石力学与工程学报,2003,22(8),1329-1333
[129]阳军生,张军,张起森.溶洞上方圆形基础地基极限承载力有限元分析.岩石力学与工程学报,2005,24(2),296-301
[130]胡庆国,张可能,阳军生.溶洞上方条形基础地基极限承载力有限元分析.中南大学学报(自然科学版),2005,36(4),694-697
[131]Yang Yizhang,Ultimate Bearing Capacity of Surface Strip Footings Underlain by Rock Void.PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY,(Vol.V),Beijing/New York:Science Press,2842-2847,2005
[132]M.C.Wang,A.Badie,Effect of undergrand void on foundation stability,Joumal of Gectechnical Engineering,ASCE,111(8),1985,1008-1019
[133]M.C.Wang,C.S.Yoo,C.WHsieh,Effect of void on footing behavior under eccentric and inclined loads,Found Eng Curr Princ Pract,1989,1226-1239
[134]J.Kaiser,Ph.D.Thesis,Technische Hochschulo Munchen Munich,Germany,1950
[135]J.西拉德.超声检测新技术.科学出版社,1991
[136]胜山邦久.声发射(AE)技术的应用.冶金工业出版社,1996
[137]T.Drouillard,"Acoustic Emission:A Bibliography with Abstracts",Frances Laner,ed.New York,NY:IFI Plenum Data Company(1979)
[138]T.F.Drouillard,"Acoustic Emission-The First Half Century",Progress in Acoustic Emission Ⅶ,The Japanese Society for NDI,Japan,1994
[139]彭新明,孙友宏,李安宁.岩石声发射技术的应用现状.世界地质,2000,19(3):303-306
[140]彭一民.岩石声发射技术的应用与进展.地质科技情报,1989,(4):91-97
[141]Sugawara,K,Kaneko,K,Obara,Y.Rock stress and AE activity in Miike coal mine.Proc 2nd International Symposium on Field Measurements in Geomechanics,Kobe,6-9 April 1987 V2,P749-758.Publ Rotterdam:A A Balkema,1988.International Journal of Rock Mechanics and Mining Science & Geomechanics,1990 27(3):A195
[142]Rap M V M S,Ramana Y V.A study of progressive failure of rock under cyclic loading by ultrasonic and AE monitoring techniques.Rock Mech.Rock Engng,1992,25(4):237-251
[143]Li C,Nordlund E.Experimental verification of the kaiser effect in rocks.Rock Mech.Rock Engng,1993,26(4):333-351
[144]K.Kusunose.Fracture mechanics of rocks.Journal of physics of the earth,1995,43(4):333-351
[145]Stephen D.Falls,R.Paul Young.Acoustic emission and ultrasonic -velocity methods used to characterise the excavation disturbance associated with deep tunnels in hard rock.Tectonophysics,1998,289(1-3):1-15
[146]L.Wu,C.Cui,N.Geng and J.Wang,Remote sensing rock mechanics (RSRM) and associated experimental studies.Int J Rock Mech Min Sci,37(2000),pp.879-888
[147]X.-L.Lei,O.Nishizawa,K.Kusunose.Compressive failure of mudstone samples containing quartz veins using rapid AE monitoring:the role of asperities.Tectonophysics,328(3-4):329-340
[148]T.M.Roberts,M.Talebzadeh.Acoustic emission monitoring of fatigue crack propagation.Journal of Constructional Steel Research,2003,59:695-712
[149]A.Lavrov.The Kaiser effect in rocks:principles and stress estimation techniques.International Journal of Rock Mechanics and Mining Sciences,2003,40(2):151-171
[150]Xinglin Lei,Koji Masudaa,Osamu Nishizawac,etc.Detailed analysis of acoustic emission activity during catastrophic fracture of faults in rock.Journal of Structural Geology,2004,26:247-258
[151]H.Moriya,T.Fujita,H.Niitsuma,J.Eisenbl(a|¨)tter,G.Manthei.Analysis of fracture propagation behavior using hydraulically induced acoustic emissions in the Bernburg salt mine.Germany.International Journal of Rock Mechanics and Mining Sciences,2006,43(1):49-57
[152]陈颙.声发射技术在岩石力学中的应用.地球物理学报,1977,20(4):312-322
[153]刘东燕,朱可善,胡本雄.含裂隙岩石受压破坏的声发射特性研究.地下空间,1998,18(4):210-215
[154]唐春安.岩石破裂过程中的灾变.北京:煤炭工业出版社,1993
[155]葛修润,蒋宇,卢允德等.周期荷载作用下岩石疲劳变形特性试验研究.岩石力学与工程学报,2003,22(10):1581-1585
[156]袁建新.岩体损伤问题.岩土力学,1993,14(1):1-24
[157]王恩元,何学秋,刘贞堂.煤体破裂声发射的频谱特征研究.煤炭学报,2004,29(3):289-292
[158]李俊平,周创兵.岩体的声发射特征试验研究.岩土力学,2004,25(3):374-378
[159]谢强,张永兴,余贤斌.石灰岩在单轴压缩条件下的声发射特性.重庆建筑大学学报,2002,24(1):19-23
[160]吴刚,赵震洋.不同应力状态下岩石类材料破坏的声发射特性.岩土工程学报,1998,20(2):82-85
[161]李庶林,尹贤刚,王泳嘉.单轴受压岩石破坏全过程声发射特征研究.岩石力学与工程学报,2002,21(7):940-947
[162]谭云亮,李芳成,周辉.冲击地压声发射前兆模式初步研究.岩石力学与工程学报,2000,19(4):425-428
[163]潘长良,祝方才,曹平.单轴压力下岩爆倾向岩石的声发射特征.中南工业大学学报,2001,32(4):336-338
[164]Momoh,O,Bawden,W F,Kanduth.AE/MS monitoring in Noranda Group mines.H H Proc 4th Conference on Acoustic Emission/Microseismic Activity in Geological Structures and Materials,Pennsylvania,22-24 October 1985 P189-206.Publ Clausthal-Zellerfeld:Trans Tech Publications,1989.International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts,1991,28(2-3):A170
[165]非媒矿山领域研究报告(2004年-2010年).国家安全监督管理局
[166]贾明涛.井下通讯与安全预警技术.研究报告,2005年11月
[167]李庶林,尹贤刚,郑文达,Cezar Trifu.凡口铅锌矿多通道微震监测系统及其应用研究.岩石力学与工程学报,2005,(6):2048-2053
[168]朱若谷,陈本永,郭斌等.激光应用技术.北京:国防工业出版社,2006
[169]陈家璧.激光原理及应用.北京:电子工业出版社,2006
[170]李湘银,姚敏玉,李卓等.激光原理技术及应用.哈尔滨:哈尔滨工业大学出版社,2004
[171]丁俊华等.激光原理及应用.北京:清华大学出版社,1987
[172]张远智,胡广洋,刘煜彤等.基于工程应用的三维激光扫描系统.公路运输文摘,2001,(9):38-40
[173]罗一忠.大面积采空区失稳的重大危险源辨识[博士学位论文].长沙:中南大学,2005
[174]Jager J C,Cook N G W.Fundamentals of Rock Mechanics.Chapman and Hall,London,1976
[175]王文星.岩体力学.长沙:中南大学出版社,2004
[176]靳钟铭,张惠轩,康天合.顶板大面积来压机理研究.山西煤炭,1994,(6):14-18
[177]姚宝魁,刘竹华等.矿山地下开采稳定性研究.北京:中国科学技术出版社,1994
[178]徐芝纶.弹性力学(上册).北京:高等教育出版社,1990
[179]李通林,谭学术等.矿山岩石力学.重庆:重庆大学出版社,1991
[180]B.H.G.布雷迪,E.T.布朗.地下采矿岩石力学(冯树仁,佘诗刚译).北京:煤炭工业出版社,1991
[181]《岩土工程手册》编写委员会.岩土工程手册.北京:中国建筑工业出版社,1994
[182]铁道部第二勘测设计院.岩溶工程地质.北京:中国铁道出版社,1984
[183]G.M.Swift,DJ.Reddish.Stability problems associated with an abandoned ironstone mine.Germany.Bull Eng Geol Env,2002,61:227-239
[184]Hans H.Vaziri,Javad S.Jalali,Rafiq Islam.An analytical model for stability analysis of rock layers over a circular opening.International Journal of Solids and Structures,2001,38:3735-3757
[185]周智勇,陈建宏,周科平.Surpac Vision软件在矿床建模中的应用.矿业工程,2004,2(4):56-58
[186]陈佩佩,叶勇,张守仁.矿山工程软件Surpac Vision在煤矿中的应用.煤炭科学技术,30(3):29-31
[187]Itasca Consulting Group,Inc.FLAC~(3D)(Fast Lagrangian Analysis of Continua in 3D) Version2.10,Users Manual.USA:Itasca Consulting Group,Inc.,2002
[188]梁海波,李仲奎,谷兆祺.FLAC程序及其在我国水电工程中的应用.岩石力学与工程学报,1996,15(6):225-230
[189]万文.地下空区对边坡稳定性的影响研究[博士学位论文].长沙:中南大学,2006
[190]王纯祥.三维地层信息系统及其力学分析功能研究[博士学位论文].武汉:中科院武汉岩土力学研究所,2004
[191]刘贵民.无损检测技术.北京:国防工业出版社,2006
[192]王仲生,万小朋.无损检测诊断现场实用技术.北京:机械工业出版社,2002
[193]赵永红.受单轴压缩大理岩填充割缝周围的微裂纹生长.岩石力学与工程学报,2004,23(15):2504-2509
[194]张俊哲.无损检测技术及其应用.北京:科学出版社,1993
[195]何祚镛,赵玉芳.声学理论基础.北京:国防工业出版社,1981
[196]杨明纬.声发射检测.北京:机械工业出版社,2005
[197]胡广书.数字信号处理导论.北京:清华大学出版社,1997
[198]蔡美峰,孙留安,李长洪,来兴平.玲珑金矿主运巷塌陷治理区稳定性动态综合监测与评价.岩石力学与工程学报,2007,26(5):886-894
[199]邓聚龙.灰色系统基本方法.武汉:华中理工大学出版社,1996
[200]灰色系统理论在安全中的应用研究.北京理工大学博士后出站报告
[201]肖鸾,胡友健,王晓华.GPS技术在变形监测中的应用综述.工程地球物理学报,2005,2(2):160-165
[202]卫建东.现代变形监测技术的发展现状与展望.测绘科学,2007,32(6):10-13
[203]岳东杰.水利水电工程变形监测中GPS技术与数据处理研究[博士学位论文].南京:河海大学,2005
[204]余学祥,徐绍铨,吕伟才.GPS变形监测信息的单历元解算方法研究.测绘学报,2002,31(2):123-127
[205]陈永奇,James Lutes.单历元GPS变形监测数据处理方法的研究.武汉测绘科技大学学报,1998,23(4):324-328,363
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |